首页|期刊导航|三峡大学学报(自然科学版)|"8·3"日地沟泥石流运动特征及堵溃分析

"8·3"日地沟泥石流运动特征及堵溃分析OA

Mechanism and Characteristics of Debris Flow Disasters Caused by Blockage in"8·3"Ridi Gully

中文摘要英文摘要

2024年8月3日,四川省康定市日地沟发生特大规模泥石流灾害,损失极为严重,并且流域内堵溃效应显著.本研究基于现场调查、遥感解译和理论计算等方法,系统分析了泥石流运动特征及沟道堵溃特征.研究发现:结合现场配浆试验法,确定泥石流平均容重为2.080g/cm3,属黏性泥石流;"8·3"日地沟泥石流降雨强度为百年一遇,日地沟全流域百年一遇泥石流峰值流量为980.73m3/s;泥石流3-3'断面(出山口附近)流量为1828.66m3/s,断面平均流速区间为6.98~7m/s,泥石流一次固体物质冲出量约56.88×104 m3;通过遥感解译以及实地调查,识别出上游仍存在10处堵溃隐患点,其中5处具有高复发风险,且D9堵溃点规模最大、危害最重;通过形态调查法计算的泥石流峰值流量为雨洪法计算的百年一遇泥石流峰值流量的1.86倍,表明日地沟中上游处堵溃效应显著;通过MassFlow对日地沟不同重现期泥石流进行数值模拟,其中百年一遇泥石流泥石流堆积深度0~9m,流速0~11m/s,结果与现场调查高度吻合(堆积扇面积误差<15%),且会对主河造成堵塞;地震活跃性与强降雨是诱发此次"8·3"泥石流的主因,灾害呈现"崩滑-堵塞-溃决"三阶段链式演化特征.本成果可为川西高陡沟谷泥石流灾害的精准防控提供科学支撑.

On August 3,2024,a super-large-scale debris flow disaster occurred in Ridi gully,Kangding City,Sichuan Province.The disaster losses were extremely serious,and the blocking and breaching effect within the watershed was remarkable.Based on methods such as field investigation,remote sensing interpretation,and theoretical calculation,this study systematically analyzed the movement characteristics of the debris flow and the characteristics of channel blocking and breaching.The research findings are as follows:By combining with the field slurry preparation test method,the average bulk density of the debris flow is determined to be 2.080 g/cm3,belonging to viscous debris flow.The rainfall intensity of the"August 3"debris flow in Ridi gully is once-in-a-hundred-year.The peak debris flow discharge of the once-in-a-hundred-year event in the entire watershed of Ridi gully is 980.73 m3/s,and the debris flow discharge at section 3-3'(near the gully mouth)of the"August 3"debris flow in Ridi gully is 1828.66 m3/s.The average flow velocity in the section ranges from 6.98 to 7 m/s,and the amount of solid materials flushed out by the debris flow at one time is approximately 568,800 m3.Through remote sensing interpretation and field investigation,10 potential blocking and breaching hazard points are identified in the upper reaches,among which 5 locations have a high recurrence risk.And the D9 blocking and breaching point is the largest in scale and the most harmful.The peak debris flow discharge calculated by the morphological investigation method is 1.86 times that of the once-in-a-hundred-year peak debris flow discharge calculated by the rainfall-runoff method,indicating that the blocking and breaching effect in the middle and upper reaches of Ridi gully is significant.Numerical simulations of debris flows with different recurrence intervals in the Ridi gully are carried out using MassFlow.For the debris flow with a return period of 100 years,the deposition depth of the debris flow is 0-9 meters and the flow velocity is 0-11 m/s.The results show strong agreement with the on-site investigation(the error of the debris fan area is less than 15%),and it will block the main river.Seismic activity and heavy rainfall are the main causes of the"August 3"debris flow.The disaster presents a three-stage chain evolution characteristic of"landslide-collapse-blocking-breaching".The results of this study can provide scientific support for the precise prevention and control of debris flow disasters in the high and steep gully valleys in western Sichuan.

龚思洋;杨志全;胡桂胜

昆明理工大学 公共安全与应急管理学院,昆明 650093||中国科学院 水利部成都山地灾害与环境研究所,成都 610041昆明理工大学 公共安全与应急管理学院,昆明 650093中国科学院 水利部成都山地灾害与环境研究所,成都 610041

天文与地球科学

日地沟特大规模泥石流运动特征堵溃特征

Ridi gullysuper-large-scale debris flowmovement characteristicscharacteristics of blocking and breaching

《三峡大学学报(自然科学版)》 2026 (2)

46-54,89,10

云南省基础研究计划项目重点项目(202501AS070124)云南省基础研究计划杰出青年项目(202401AV070010)四川省自然科学基金项目(2023NSFSC2086)

10.13393/j.cnki.issn.1672-948X.2026.02.007

评论